If I'm given a retaining wall problem that gives the sat unit weight of the soil behind the wall, would I assume that it's below the water table and use the bouyant unit weight in calculating the vertical soil pressure?
This particular problem is in the CERM sample exam and the solution just uses the sat unit weight to find the vert soil pressure. I've been working under the assumption that if it's a sat unit weight then it's implicility below the water table. Why wouldn't they just give the wet unit weight or for that matter the unit weight if it's not below the water table?
Any assist would be appreciated! Thanks!
This particular problem is in the CERM sample exam and the solution just uses the sat unit weight to find the vert soil pressure. I've been working under the assumption that if it's a sat unit weight then it's implicility below the water table. Why wouldn't they just give the wet unit weight or for that matter the unit weight if it's not below the water table?
Any assist would be appreciated! Thanks!